SW8960912_Approved Plans_20061114

r-
z
o
GOI.�EN
z
D
S ITE
0
r
z
m
>
n
0 C
=
Z
D =
PILOTS RIDGE RD.
(��mD1II
" Z
= O
PILOTS RIDGE
o N
AIRPORT
LOCATION MAP (NTS)
r-�
�- 26 LF 4-INCH PVC DRAIN PIPE W/
CAPPED END WITH 1-INCH PVC PIPE
W/ 2'x 2'x 6" CONCRETE COLLAR
TO PROTECT ENDS
36.0
INV OUT = 35.8
ROgp R POLE TO BE RELOCATED SEE DETAIL THIS SHEET
BENCH MARK: NAIL IN PP 48 L.F. 15" RCP 0 0.4%
ELEV = 39.22'
INV 35.82 r `Q �-11>
TRAFFIC
ISLAND AD (�' • ,; , _ :---
1524 - GO - _ - S.
(60
T' _ I~
E°RI T1NG 15" RCP rr=•,a C:1 -� .`-}�Y�._.
t
7 - .�.• �C�, _ ,,� _ �''r � V ,38 Vi^ 3g ,� j N 37.3
on 37.30 x
_ - X
co
37.30
30
+ ) ; _ war Q _ 24 FT - ..,,........
3:1 SIDESLOPE SIDESLOPE 1
0 30 261 SF
�--' r'' -►-'' t�-' _ 110 25' RAD
1 /
�-"'- 7c? / ' �9� �tK 3' RAD 40 15"I�iIiE_ ' I W1
;' / A L ADS PIPE p
N. C. GRID STATION "WARD"I ,a �- =-'- z35 �, ^N NV OUT ®35:87 I-� E 1 � w w aoTlo�n of I
N = 131 592.75 _ ' qj 0 .4, p 35 5 EL FT
E = 2,332,988.13 -�_-�- ( k- AD r�`��� 6,� - 71 x 74.25 FT
NAD 27 u' °` o 1 32.0
co
co 33.0
0 r 0 3% 2' x 2' DROP INLET , X 0
9 05 n3 U) I 34.0
5.
�. .�xT f STD. CITY OF WILMINGTON I
35
� V+ ' FRAME & GRATE: 35.5 36.0
/OD W 0 ��p �"' N
1 BEWEY B OS. NC. CH-BN-3A RAD
C „ ��1t E TOP = 38.49 r„37.0=•
• I rr INV 35.99 - 38.0
5�9..!L" i,(�.`IE _ IB" PINE
- d
• I h �5'rs� P aE oo I OR P VA N 6.
W I
2 0
_ O y r
o� 0 1 S• G EL 0 \
164 2 FT
• I �' > TE: :1 P TA L .2
3 RAD
Q
•{ - I I V 36.14 II 184 SF
PIP'
48 L.F. 15" BCCMP 0.3%
25 RAD 1 1/2" 1-2 ASPHALTn (5, �-
_.. 6" ABC STONE BASE' _......
J
+ 9.60 o 9so 0o GRASSED PARKING
=cr c
6, o
O ; `4..�3 F , � ��� f 39.05 3950 CY 40.00 + ` T(. � I l
25' RAD ; 6�
!� 99.25 FT CONCRETE WALK
co 84 S BUILDING
fn I i� `'(s 3 , 15" pII E F.F. 40.00 BUILDING HEIGHT - 14.0 FT
9
' i 'o
32 --- -
_ <Q 86.33' CONCRETE
=
-1
•
0 INV 36.0J Wc0 t0 FT 1M
;P r-IH,FP'HONF CAi i.F O
O -i 1 VrARN , , 'T 99.25 FT
CiJ�, FX. T[LEPII!'ItJF 3950
c_
t_. PFFWSTAI. S
+ 40.
0 VC 4
"I - - 0
1' 55 ,
CATV
F li
�
"4'rli'1
W
o
rn
�^
/ /
l
cD
00
:I
LEGEND
EXISTING 1' CONTOUR
EXISTING 5' CONTOUR
PROPOSED 1' CONTOUR
PROPOSED 5' CONTOUR
EXISTING CULVERT
PROPOSED CULVERT
PROPOSED DITCH
PROPOSED EDGE OF PAVEMENT
v PROPOSED SILT FENCE
®_ r• PROPOSED DRAINAGE AREA
DONNIE STANLEY
BOOK 1045, PAGE 502
NOTES:
1. IRON PIPES AT ALL CORNERS.
26,25 FT 2. NO ENCROACHMENTS.
3. THIS PROPERTY DOES NOT LIE WITHIN A
/ 100 YEAR FLOOD HAZARDOUS AREA.
4. LOT = 1.43 ACRES
OWNER:
RALPH H. GR FFIN, JR.
P.O. BOX 20
WRIGHTSVIL E BEACH
N.C. 28480
PROJECT:
AMERICAN AUTO
& FIN NCE
PRO ECT
DAWSON EN INEERING
Engineering Plane ng Surveying
3177 WRI HTSVILLE AVENUE
WILMING ON, N.C. 28403
[phone]
SURVEYOR:
ROBER'T H. GOSL E & ASSOC.
LAND SURVEYOR) - LAND PLANNERS
513 CHESTNUT STREET
WILMINGTON, N. C. 8401
PHONE: [phone]
_ HA DICAP RAMP
I s-i '�� �� MAX. SLOPE 1:12 �+ - i3`1 s . ���`�•'iSSI• •` /O�i
°� Y' cn r► S 14 0
t ' n C.O. ;; ' 1 ir+' �` 1 (, Orr, zS i +
ONO WWI
Ilk
+ 3 s0 :.: ' ,.� Si, r :. , s r �?Ci % 2.
v p' > f,. f °` TE 1974 =
at' + "W 315.58PRI L1 UTILITY EASEMENT
6' �T i 82'42 25 rw �+r�'"s 20 s MEN 121.31 ��i 'ILK
!� ^� o ;� S ONOr.� •p�°6 p EA S 10 52 24 E i��y/C•«••-` '►,`��
cc p E. ` UTILITY EASEMENT �// `��A
\ _lXa lowpop Ron � '^"� � � 20.04' � NOTE: WATER & SEWER SERVICES SHALL BE INSTALLED /
I „�► r.u� �� S 82'42 25 W
� �.+1 PIE�� 1 �,• C�1!`.r. �, IN ACCORDANCE WITH THE N.C. BUILDING CODE.
`.s .nr�
DRAINAGE BOUNDARY SEWER CLEANOUTS SHALL HAVE CAST IRON COVERS.
-47 _ -
DRAWN BY. MN
lid `%� J J �� % �Y)l?'' --• i •
6% � 1 1/2-INCH PVC WATER SERVICE CHECKED BY: DE
I fi o DATE: SE TEMBER 3, 1998
a Un LITY EASEMENT
iNE 1 7„ PINE 127�86' 0. t!1 SCALE: "
1 - 20'
I
E =/L33.1
ALTERNATIVE WELL SITE
MR. & M RS. FRANK D. CARTER S 10 52 24 E ' 1
O � MR. & MRS. BURROWS G. SMITH .
BOOK 1796, PAGE 446 r-
I fire 1 �" h='INt N
FINAL PLAT, SECT. 4, GROVE POINT o n;
I TELE HONE :ABLE -_> MAP BOOK 29 PAGE 78 +
IVARNiNG PO-1 �9 +� o P
6 Ill
I o 1 �,' PINE ',f, f, ,.�,�,� 1_" F°!I'1E. 1217
.PINE `�---�
1 ��'' / ��
01' N 89'37'29" E
r
I 1 " PINE,,, f. / -� 18. ss' DEC V E
�s D
AREAS TO BE LANDSCAPED IN ACCORDANCE I `' �9 I_ A "�
WITH INTERIOR PARKING LOT LANDSCAPING � . I - \ �.� ?`, �6' NOV 1199
REQUIREMENTS OF THE COUNTY
f \ y UTILITY EASEMENT �=,� �* TOP OF CURB =37.56'
1 / INTERIOR LANDSCAPE AREA REQUIRED = 1989 SF r " �)AYI' 8.85 � �� = 01-MER = .37,33, P,
� �' N 00'22'31" W ` 9 PRO) #t'`d
INTERIOR LANDSCAPE AREA PROVIDED = 2001 SF . ' `''. �- _ �� I ,
GUT _ 36,84' - _----.
j I C.O. W/ 45' BEND INV •34,49' t �-
/ r, . /• �'� / _` J : s _ I E 31.6 9 I - - S 10'52',2 4"E
rr t t -1 ri,N QAI : v `, 39 - •8 L.F. 6" PVC 0 1.0496 _ 3 _
2" PINE
+ v f +� ` �. , r - - '`.i n- C> ;_, S 89.37 29 W 329.7'1 Y ..�.- _ _ , ( ;
> LOf. c5' - r y 6 IE 5 o f - 1-INCH WATER METER
L� 2'x 2' x 6" CONCRETE SLAB C' BY CAPE FEAR UTILITIES
TOP OF BERM 3E.O FT N 00'22'31" W fig" RC:P
IN`JERr 15" RCP 34-39' --" DONALD P. CURTIS 30.00' EX. MANHOLE -- -
Cl z� x c" cTnonr , r"r, CAPS �^ , nnri uRfe TnP c d(1 17'
AREAS 0 BE LANDSCAPED IN ACCORDANCE �7 ' S. --
WITH PE IMETER LANDSCAPING REQUIREMENTS OF THE COUNTY I W 1" PVC PIPE <pp JANICE M. CURTIS INVERT = 27.79
?_'� NORMAL WATER v EL 36.0 W/ 45- BEND £ INV = 35.8 BOOK 1796, PAGE 446 '� �, TC = 37.5 1'
TOTAL S�iTE AREA = 1.43 ACRES xSURFACE INV = 36.0 4 PVC PIPE EX, WATER -o CUT _ 36,91'
MINIMUM I UMBER OF TREES REQUIRED = 22
I , y ELEVATION S 892'37$"W VALVE 0• 0 1NV = .34.06'
�.
6:1 SLOPE m
EL 32.0 OUTLET PIPE DETAIL
N.T.S.
W
1
tJ
O
REVIS1014S
NO.
DATE
DESCRIPTION
BY
1
10/10/96
DIVISION OF
ATER QUALITY
MNH
COMMENTS
2
10/16/96
REVISED 20' LTILIITY
EASEMENT
MNH
3
11/4/96
SHADED PROP
SED GRASSED
MNH
PARKING LIM173
SHEET TITLE
SITE P AN
SHEET NO.
cm
PROJECT NO. 962 •00

VICINITY MAP
C
r
z
G�
0
Z
PILOTS RIDGE RD,
GOLD t�OAD
SITE
n
D
0 C .
> _
W
z
= O
N
PILOTS RIDGE o N
AIRPORT
LOCATION MAP (NTS)
LEGEND
DESCRIPTION
EXISTING
PROPOSED
PROPERTY BOUNDARY
— - - — - - — - - —
EASEMENT
-----
STREAM
— — — — — —
STRUCTURE
,■■®■■■■■■■®■■®■■°°°°°'
MINOR CONTOURS
-----8-----
— 8
MAJOR CONTOURS
— — —1 0—
GAS LINE
— —G— — — —G —
G G
OVERHEAD POWER
—OH P— — —OH P—
WATER LINE
—--_VV_—
W W
SANITARY SEWER LINE
— —SS— — — —SS—
—SS SS —
SANITARY SEWER MANHOLE
OS
STORM DRAINAGE PIPE
STORM DRAINAGE STRUCTURE
L 1
•
TREE
1 1 O A K 0
CONCRETE
SILT FENCE
TREE PROTECTION FENCE
TP F TP F —
FIRE HYDRANT ASSEMBLY
—�
Sl*te Development For
County,
New Hanover
ATION "WARI
75
8.13
ROAD
GOLDEN
1524 _ _
S. R • (60 RAW ----
j EIP
/
EXISTING I I
EXISTING k y POND I I
PAVED AREA I I
Z �� I�`• K i�. I � I
DJfJf-11E STAIJLEi
BOOV 101,5, PAGE 5
Zt
O
N \
I
� D
� � I
O
r
z
D I
fT1
C�
2
O
D
01
II I
I
I I
I I
I
I
MR. ,1 fdf5. MANK. D. CAP.TER
I1AR. e_ 1.1RS. BURROWS C. SMITH
_ BUOK I796, PAGE A46
F 11AL PLAT, SECT. 4, GROVE PRINT
MAP BOOK 29. PAGE 78
2111141 IG: 8-2
LAND ! SSE: VAC'.41T
1"
I ZONING: R-15
LAND USE: RESIDEMTI
_ s
4
1
1
40'
b.
PREPARED BY: I
7040 Wrightville Avenue, Suite 101, Wilmington, North Carolina 28403
tel: [phone] fax: [phone] www.witherravenel.com
0,
ESS/0
a SEAL T-
19742 Uj
�NGINee f�
H
I11 7
American Auto &Finance Company, Inca
Post Office Box 205
Wrightsville Beach, NC 28480
RECEIVP,D
NOV 0 6 2006
Sw�°4(o09tZ "
��
�zr
goo
~o
z�
`goo
w�Z
g
W
Z U
J
d O �i

I
N. C. GRID STATION "WARD"
I N = 131,592.75
E = 2,332,988.13
I NAD 27
x
m /ONE
faNE.r-
v
v
l0
I<
m
z
mC)
I -a
lO
I�
0
rn
m
I
I
0
xI
V
I
I
0
I
I
I
O
x
rn
I
I
0
m
I
I
I
0
x
I
I
I
O
x
rn
rn
I
I
O
x
I
I
I
O
I
I
I
Revision 8
ASPHALT _ _ = -
TRAFFIC �� __ - + - -- INV. 35.81' E=E OF PAVEME
ISLAND pAD — _ _ _ INV. 35.11'
(jQLDEN R = +!_ 00 -37 �s - 15 RCS
R. N oNE---
�Q S. 5 p' R ) �;- _ ,� > _ - EX1�T4 37- ��+ ` 6p
fj RAPE
9 mod' _®LV®,35.96 i�r � -� _ -E� Tiles' 1 T j -0H' —
�S C
_ 1S 1•IN 3 C AP
� VO `g�' _._._ -- - -'� --" fINV . 15' ` RCP = 3 6.2 5 ` `emu . � ----- � r= -� � � -�- - _- �at+E-- — ��
O �j = _--+ 00 / bQ EXIS-N-� - 3MX E L 2 MIMOSA
_ �srs = ��p `�`9�, _ �,'• +�� _ - - - _ - ._.- -_ 15"RCP ' 6' TviYRTE - '--" C) < 37
Q RQ sQ - .7 > �-�-� �v�� 6 g2°4 3 " 309.61 g -- , — _ _+
8 /� - APE
��� E M YR
+ MYRTL
3^�
� + M YR TLC
HOLLY
Y
INVI1 I 6 1 EXISTING Pi0 D
EXISTING J - - - t r CR AP E 1 I . 36.0 _ 0
3 i
- MYRTLE
81.�4'36"E 7.3-- EXISTING 3"
t4
i1t1 I
I 1
CRAPE MYRTLE r I II t
I AND JUNIPER 5'
Irov p�j o (261 SF)
EXISTING t BGTTOM OF It +�
15TJ� 38.72 3"CRAPE <` 1;K c,, POND2.0
DRI 6 \
AINAGE INLET MYRPP ,a ELE i Y I
+� + TOP 37,95' ' ,n - - C
TREES TO BE
REMOVED, TYP.
S
.,-- SOH ' INV. 35,91' 32.0 / (n � 38 69 ' i 330 3"HOLLY
1 1 ,�-�
3"CRAPE ': 1 --34.fl ) t 5 x
/ �
I� MYRTLE �.�: ��,.. l 35.0 NE
�
I E CRAPE O
y =�-'-- 37.
C I / MYRTLE
I / ,1
FIN
I6 U; ea+l 14'PIN E'
I I \ I
3°CRAPE MYRTLE I I G
Z � \ �CI TING � / 16''PIN,E
E
APE EXIST NG PA EMENT 5�-
I
O �\ \ 3M TLE
` -1 >`,;y. �xEXISTING 5X / 1- Ors / 16"PI
O t� O CRAPE MYRT� Ev / 1 I 1.4. PINS. 6
I d' AND JUNIPER i IBPwE
9.40 39.21 (184 SF) I I 1 /
+ + `� I +�j GRASSED PARKING I
9� ;p �9 9 39.60 ®39.50 39,50 I }
I
I0 17-EXISTING 3" 39,50 ® 75.2' 40.00 I i,
39.40 39.28 CRAPE MYRTLES i
z 00
Z AND JUNIPER
(184 SF) I I
-�
I z fT1 1 �` I , : STORY +
f- EXISTING 1- c
� 1 � E�XlSTING METAL & BRICK B40 00 FT
f �/ 3MYRTLE o BUILDING F.F.E _ 14.0
BUILDING HEIGHT 1 \ 1 1
z !� + \ 1
IEXISTING TELEPHONE CABLE \ weN"„o / l
= 0 3' LIVE WARNI Ta
D `f� OAK 75.2' ---T s' SS- j
o ) EX. TELEPHON / \ W.
C I Q + PEDASTAL 1 , , j 0 ~ SS " " = �S:- r-- W -
z 39.50 0 ---`
_-- - -
.-
r CAN PEDASTAL J - �T-
___ .SS _ W _ _
z I EXISTING - - -
I 3 CRAPE-' - x 9.5
- `W
I TR
MYRTLEI I `_` W -` '--40-
CRAPE MYRTLE
I I AND JUNIPER
+vs, It (24.3 SF) 39.50
® 315.58'
g"W
I I EXISTING 39.50 O ® S 82 42 2
MYRTLE �� + 9
_ ......
%�a
+
VQ
9
09 tS
I
�
I
I
+
MR.
& MRS, FRANK D. CARTER
MR.
& MRS. BURROWS G. SMITH
BOOK 1796, PAGE 446
I I S�
FINAL
+70
PLAT, SECT, 4, GROVE POINT
TELEPHONE CABLE
MAP BOOK 29, PAGE 78
I
WARNING POST
Q
ZONING: B-2
I
+�
LAND USE: VACANT
oou
'61
6 + 9
.0
�`�
`3�'S
I I _I
,
+
�9
+ +
I
I
19 6']
+� �6' +��
-Q
Designer MNH
Scale 1 „ - 20'
Drawn By
Date
JSS
11 6 O6
Checked By
1
job No.
MNH
03061071
+
+-t
t-- --- - - - - - - 9 - - e—---_------_
cpS> �9cP . 5v 90 �Q , Os >, 69
INVERT 15" RCP = 34.39'
+
AMERICAN AUTO & FINANCE
FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
all "PINE
;rn 12"PINE
�3"HOLLY
12 OAK DONNIE STANLEY
BOOK 1045, PAGE 502
ZONING: R-15
LAND USE: RESIDENTIAL
2-6"OAK
CLUSTER
6' TALL
BOARD FENCE
,,-- TREE PROTECTION, TYP.
3"OAK
8"OAK
"OAK
8"OAK
6"PINE
3
�q
Q
„z
z
n 3 80,E
11
N 3:
I
N 3
I
_-
17
LA 3'
to
GRAPHIC SCALE
20
0 10 20 40
+
��� I
t
1 inch - 20 ft.
s +Q
TOP OF CURB = 37,56'
+� Es'� ?J,N
p'
GUTTER = 37,33'
�� +`S9
�-
TC = 37,45' -
-
rT
-
GUT = 36.84'-
INV = 34.49°
I
,
+
--SS ---
12" PINE + �9 I s5`_
— — — — — - - - - + cr
�4 �9 , y
f�
86 �j F _0
EXISTING CONDITIONS &
DEMOLITION PLAN
EX. MANHOLE -/ �� 1a„ RCP
TOP = 40.17' 1
INVERT = 27.79'
PREPARED FOR:
AMERICAN AUTO & FINANCE COMPANY, INC.
POST OFFICE BOX 205
WRIGHTSVILLE BEACH, NC 28480
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
7040 VWrie.tsville Ave, Suite 101. 'A)i r,ington North Carolina 28403 tel: [phone] fax [phone] www.wither.ravenel.com
Sheet No.
6-0
1

COORDINATION NOTES
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS
REQUIRED FOR CONSTRUCTION OF THESE PLANS.
2. ALL WORK IS TO BE IN ACCORDANCE WITH THE NEW HANOVER COUNTY
AND THE STATE OF NORTH CAROLINA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND
VERTICAL CONTROLS TO BE USED WITH THE PROJECT, IN ADDITION, THE
CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN
ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS,
CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE
IMPROVEMENT STAKEOUT(S).
4. ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING
EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID
EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO
FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED
WITH OR REFERENCED IN THE RECORDED EASEMENT,
GENERAL NOTES:
1. ALL TOPOGRAPHY, BOUNDARY, AND UTILITIES, HAVE BEEN TAKEN FROM A MAP PREPARED BY WITHERS
& RAVENEL.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS, THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL
CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING
OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY
LINES INCLUDING LOSS OF UTILITY REVENUES, CONTRACTOR SHALL ,ARRANGE FOR TEMPORARY
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE
CABLES, WATER LINES, ETC...
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE
OCCUPATIONAL SAFETY AND HEALTH ACT.
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO
THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES
DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS
OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE
THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK.
CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"
BY THE DOT,
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE.
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF
ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 1 [phone] AND ALLOW
THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
8. CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE, AND CONCRETE CURB & GUTTER WITHIN
LIMITS OF DEMOLITION AS SHOWN ON PLAN.
DEMOLITION NOTES
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE
EXISTING SERVICE CONNECTIONS WHEN NECESSARY
2, CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION
REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NIL.W SITE IMPROVEMENTS WILL BE
PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION.
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE
DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND
STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND
STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE
INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND
AS SHOWN ON THESE PLANS.
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES
ON THE PROPERTY NOT TO BE DEMOLISHED, DAMAGE TO PROPERTIES OF OTHERS DUE TO THE
CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO
OWNER.
5, ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE
OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR.
6. EXISTING UTILITIES NOT INTENDED FOR DEMOLITION
SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION
7. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL
INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL.
ING
HEAD A
8. CONTRACTOR
GAS,
TELEPHONE AOCATION OF ALL ND ELECTRIC ANDXANTY OTHHERRUTILITIIESNTDHRODG THE SITE TWE ITH THE
RESPECTIVE COMPANIES,
9. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE
DEMOLISHED.
10. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL
REGULATIONS AS WELL AS OSHA REGULATIONS.
FROM AVAILABLE RECDS, BUT
11. INFORMATION
CONCERNING
MUST DETERMINE TTHEDEXACTTIES WAS LOCATIONOAND ELDEVATIIONS OF THE MAINOSRE
BY DIGGING
TEST PITS BY HAND.
EROSION CONTROL AND SEQUENCE
OF CONSTRUCTION NOTES:
1. INSTALL TEMPOARY CONSTRUCTION ENTRANCE AS SHOWN ON EROSION & SEDIMENT CONTROL
PLAN.
2. INSTALL PERIMETER CONTROLS (SILT FENCE & TREE PROTECTION FENCING) AS SHOWN ON HE
EROSION & SEDIMENT CONTROL PLAN. THIS STEP NEEDS TO BE COMPLETED PRIOR TO
UPSLOPE LAND DISTURBING ACTIVITIES.
3. ONCE PERIMETER CONTROLS AND SEDIMENT TRAPPING MEASURES ARE INSTALLED, CLEAR AND
GRUB WITHIN LIMITES OF DISTURBANCE,
4. UPON BRINGING THE SITE TO ROUGH GRADE, STABLIZE ALL AREAS WITH TEMPORARY
VEGETATION IF LEFT UNDISTURBED FOR 21 DAYS.
5 ONCE DRAINAGE SYSTEM
SHOWN ON ANDUTILITIES
IEROSIONARE
& IN PLACE. INSTALL INLET PROJECT AND OUTLET
SEDIMENT T CONTROL PLANS.
6. UPON BRINGING THE PARKING AREAS TO SUBGRADE ELEVATIONS, STABILIZE THE AREAS BY
PLACING STONE BASE AS EARLY AS POSSIBLE.
7 H�EROSION CONTROL
R TEMPORARY VEGETATIVESTABILIZATION
RIND SPECIFICATIONS.
8.AREAS, SEE NOTE REFERENCING
8. AFTER CONSTRUCTION OPERATIONS HAVE ENDED AND ALL DISTURBED AREAS HAVE STABILIZED,
MECHANICAL SEDIMENT CONTROLS CAN BE REMOVED. SEDIMENT FROM TEMPORARY SEDIMENT
TRAPPING
SES FOR FIiLL. ALLALL BE DE DISPOSED DED OF BY AREAS SPREADING
BEPERMANENTLYY SEEDED, AWAY IF
Revision
�[�■
Em
Designer MNH Scale NIA
Drawn By Date
JSS 1 1 6 06
Checked By lob No.
MNH 03061071
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK, ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES
AS DESIGNED.
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL
2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO
THE STREET WILL BE IMMEDIATELY REMOVED.
3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP
AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A
BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS
USED WITH 8 FOOT STAKE SPACING.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER.
6. INSPECT TEMPORARY SEDIMENT STORAGE AREAS AFTER EACH PERIOD OF SIGNIFICANT
RAINFALL. REMOVE SEDIMENT AND RESTORE TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT
HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT
THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART
THE GRAVEL FACING. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING.
PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MAXIMUM OF 1.5 FT
BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE
EMBANKMENT TO SLIGHTLY ABOVE THE DESIGN GRADE. ANY RIPRAP DISPLACED FROM THE
SPILLWAY MUST BE REPLACE IMMEDIATELY. AFTER ALL SEDIMENT PRODUCING AREAS HAVE BEEN
PERMANENTLY STABLIZED, REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH
THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY.
STABILIZATION NOTES
1, ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY
PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES, AND ANY OTHER
UNSTABILIZED AREAS.
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
Seeding Mixture
SPECIES RATE (LB/ACRE)
CENTIPEDE GRASS 10-20
Seeding Dates
MARCH - JUNE
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE
10-10-10 FERTILIZER.
Mulch
DO NOT MULCH.
Maintenance
FERTILIZE VERY SPARINGLY LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER,
TEMPORARY SEEDING -LATE WINTER/EARLY SPRING
Seeding Mixture
WINTER AND EARLY SPRING
SPECIES RATE (LB ACRE)
Rye (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
SUMMER
SPECIES
GERMAN MILLET
FALL
SPECIES
RYE (GRAIN)
Seeding dates
RATE (LB/ACRE)
40
RATE /ACRE)
120
COASTAL PLAIN - DEC.1-APR. 15 - LATE WINTER AND EARLY SPRING
APRIL 15 - AUG. 15 - SUMMER
AUG. 15 - DEC. 30 - FALL
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
Mulch
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL.
Maintenance
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
AMERICAN AUTO & FINANCE
FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
LL
GENERAL GRADING NOTES
1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES.
THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING
OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE
EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE.
CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS
POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC...
2. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED
UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.
3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE
TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN
AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCDOT,
4, ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK,
SUCH AS TREES, VEGETATION, FENCING, ETC... SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE OR BURNED IF PROPER PERMITS
ARE RECEIVED.
SITE NOTES
1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN
HEREON BEFORE BEGINNING CONSTRUCTION.
2, THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION
OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS"
BROOM CLEAN AT ALL TIMES.
8. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE
EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE
TRANSMITTAL LETTER TO THE ENGINEER.
9. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL
BE MADE WITHOUT THE PERMISSION OF THE OWNER.
10, CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO
EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO
REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL"
TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, THE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
11. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
12. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
APPLICABLE STATE, COUNTY, AND LOCAL CODES.
13. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
14. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE
OF CURB UNLESS OTHERWISE NOTED.
15. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
EQUIPMENT, ETC., THAT MAY BE REQUIRED.
16. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
17. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF -WAY AND FOR DRIVEWAYS ARE
TO BE THERMOPLASTIC AND MEET NEW HANOVER AND/OR NCDOT STANDARDS.
18. ONCE STREETS ARE OPEN TO TRAFFIC, CONTACT TRAFFIC ENGINEERING (RICHIE
BROWN) TO REQUEST INSTALLATION OF TRAFFIC AND STREET NAME SIGNS.
PROPOSED STREET NAMES MUST BE APPROVED PRIOR TO INSTALLATION OF
STREET NAME SIGNS.
19. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN
AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES) STANDARDS.
20. CONTACT TOM PLATT WITH TRAFFIC ENGINEERING AT 341-7888 TO ENSURE THAT
ALL TRAFFIC SIGNAL FACILITIES AN EQUIPMENT ARE SHOWN ON THE PLAN. ADD
A NOTE TO CALL TRAFFIC ENGINEERING AT 341-7888 FORTY-EIGHT HOURS PRIOR
TO ANY EXCAVATION IN THE RIGHT OF WAY.
21. CONTACT KAREN DIXON AT 341-7888 TO DISCUSS STREET LIGHTING OPTIONS.
GENERAL UTILITY NOTES
1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NEW HANOVER
COUNTY AND NCDOT REQUIREMENTS AS SPECIFIED ON THE DRAWINGS AND
IN THE PROJECT SPECIFICATIONS.
2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON DETAIL SHEET C-7
3. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE
REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-75, UNLESS
INDICATED OTHERWISE ON PLANS.
GENERAL NOTES
PREPARED FOR:
AMERICAN AUTO & FINANCE COMPANY, INC.
POST OFFICE BOX 205
WRIGHTSVILLE BEACH, NC 28480
EXISTING UTILITY NOTE S
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL
LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE
FIELD PRIOR TO GROUND BREAKING,
2. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE
GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD
DRAWINGS, THE CONTRACTOR SHALL FIELD VERIFY FIELD CONDITIONS PRIOR
TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED
TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
UTILITY CONTACTS:
1, CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING.
1-800-532-4949
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR
PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES
IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE
THAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION.
CONTACT "CAROLINA ONE CALL" AT
1-900-6324949
EMERGENCY DIAL 911 POLICE - FIRE - RESCUE
WITHERS & RAVENEL
ENGINEERS I PLANNERS 1 SURVEYORS
7C40 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax [phone] www.withersravenel.com
Sheet No.
�2

N. C. GRID STATION "WARD"
N = 131,592.75
E = 2,332,988.13
NAD 27
SITE DATA
DISTURBED AREA
0.70 ACRES
PROPOSED IMPERVIOUS
6477 S.F.
FLOODPLAIN DATA
NO 100 YR, FLOODPLAIN
SOIL TYPES
LEON (HYDROLOGIC SOIL GROUP B/D) — 85%
KUREB (HYDROLOGIC SOIL GROUP A) — 15%
Designer Scale
MNH 1' = 20'
Drawn By Date
JSS 1 1 6 06
Checked By lob No.
MNH 03061071
RNQ' 524WGOLDENROAD
S _ ----_ -_- -
-- r --- - -
EXISTING EIPCp'
MYRTLE 1
-- EXISTING
EXISTING MYRTLE
3 CRAPE _ t
MYRTLE
3'HOLLY
12 ---i*-
j 3"CRAPE N 827 4 �1 `%1
3"CRAPE MYRTLE. e ) _ \ 3"H LY
3"CRAPE MYR I I
MYRTLE
`:x y EX(ISTING < I
I
> 3 CRAPE r I
70,30 68.98 y. MYRTLE I I
4' 36„E -"``/ --L EXISTING 3" I
CRAPE MYRTLE. I I
/ AND JUNIPER I i
pc (261 SF) i
o` X; I WET POI I
EXISTING ND
x.
3"CRAPE I I I
I {.����` EXISTING MYRTLE
`II I I
�w LANDSCAPE, TYP: Kx.ti I 75,8 I I
�NI EISTI
I 3"CRAPE
MYRTLE
(886 SF)
EXISTING
I I
C 3MYRTLE <,
N z I I 1 �I II
o
v;
rn
I 3MYRT E
I I
E�, ISTING
3MYRTLE �k
EXISTING
3OAKE
E'I STI N G
3 YRTLE I
I
E, ISTING
3'CRAPE
M YR TILE
;XISTING 3"
,RAPE MYRTLE
AND JUNIPER
(184 SF)
]STING 3"
;APE MYRTLE
ID JUNIPER
184 SF)
_-94.8'---
NEW ASPHALT
T
`— 6" EXTRUDED
75.2' CURB, TYP,
EXISTING 1-STORY PROPOSED BUILDING
E}RICK BUILDING F.F. 40,00
METAL & HEIGF.F.HT 1,�
E-40•00 BUILDING = 14.0 FT BUILDING
75.2'
r;
CRAPE MYRTLE '` I
AND JUNIPER
(243 SF)
315.
S 82' 42' 254W
75
W
0
I
I
I MR. & MRS: FRANK D. CARTER
MR. & MRS. BURROWS G. SMITH
BOOK 1796, PAGE 446
FINAL PLAT, SECT, 4, GROVE POINT
MAP BOOK 29, PAGE 78
1 ?ONING: B--2
LAND USE; VACANT
Io
0
�O
v
I
I
I +
+ 12 PINE +
IoFEss,o
I = Q SEAL
19742
��G1NEtip 0
I �
P�
+ HAcoaL
IDQUAI D P ('1 IRTIQ
AMERICAN AUTO & FINANCE
FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
SITE PLAN
2"MIMOSA
PREPARED FOR:
AMERICAN AUTO & FINANCE COMPANY, INC.
POST OFFICE BOX 205
WRIGHTSVILLE BEACH, NC 28480
W
:R
TALL
)ARD FENCE
�K
\K
PINE
'U')
DONNIE STANLEY
BOOK 1045, PAGE 502
ZONING. R-15
LAND USE; RESIDENTIAL
I
X*'
UA
0
N
NP
0
GRAPHIC SCALE
20 0 10 20 4
1 inch — 20 ft.
WITHERS RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax: [phone] www.withersravenel.com
I
I
I
�I
I
Sheet No.
C-3

A
An
0
2'x 2' x 6" CONCRETE SLAB
y EL 37.3 - 1.5" STORAGE LEVEL CAP
1" PVC PIPE
NORMAL WATER v EL 36.0 W/ 45- BEND
SURFACE INV = 36.0
ELEVATION
TOP OF BERM = 38.0 FT
INV = 35.8
EXISTING 26 LF 4-INCH PVC DRAIN PIPE W/
CAPPED END WITH 1-INCH PVC PIPE
W/ 2'x 2'x 6" CONCRETE COLLAR
TO PROTECT ENDS
INV IN = 36.0
INV OUT = 35.8
SEE DETAIL THIS SHEET
INV. 35.81' OF PA\JF-
- EpGE - INV. 35.11'
6:1 SLOPE ROAD
__-- _- - - E _ iNE _ - -
EL 32.0 1524 - G4LDEN _ _ ` -3'- - DITCH - 15 RCP ---
OF E-_0
OUTLET PIPE DETAIL S. R. NO 0' RAW) _ _ �` _ _ `- �; - °"
� ____.. -- �" 11 S�T-11rf G" ` �� � I I� ��----°HE-"" `--- -gyp
C__- LIB;*- GG'AQs'1IG.- ® INVim..35.96' ' �P RAP gf - �' - TP°H�---
N.T.S. -", �- --' NSTRUCTION - - --� _ EXISTI _
= - INV. 15 RCP = 36.25 _ -- J 3'C - -
_ _� EXIS _ - 7-) "MIMOSA
r EXISTING 15"RGP �i9RJ - < G P
.61 p
N. C. GRID STATION "WARD"
N = 131,592.75
E = 2,332,988.13
NAD 27
0 -
�
r
rOHEr
r
v
�O
�C
m
m�
-o
IO
rri
I�
0
I
I
I
0
rn
I
I
I
0
rn
I
I
I
0
z
rn
z
I
I
I
0
s
rn
I
0
I
I
0
2
rn
I
I
O
I
O
T-
/ APE $2
MYR _E MYR'
✓ 413MYRAPE _
EXIING
38.83 3'CRAPEST
_
N 8114 J6 EMYRTLE
EXISTING 3„
AJNPELE
NDUIR
{261 SF) • EXISTING r I 38.72 3 CRAPES
r OHE EXISTING DRAINAGE INLET- MYRT E15„
r 1 I TOP 37.95' EXIS fIN
INV. 35.91' 38.6�
EXISTING
3"CRAPE`
C
W
I \
(A
SOTTOm OF
POND
ELEV 32.0
k' 32 -�
33
34
_ - - 36
1-7
O / B R D1� O1�SE" \ ` - -- 38
EXISTING
3"CRAPE
M YR TLE
I,
LIMIT'S OF GRADING &
CONSTRUCTION
x 3»�
ri SILT FENCE
NOTES* 1.POND WILL BE PUMPED DOWN BY
MECHANICAL MEANS IF REQUIRED
2. NO WETLANDS ON SITE
_ I J. / s - - - i5N 15' POLE \ 37. +38.50
I I �'� �\ _ - 1 SWALE 2 38.15 J, v 112"OAK
I0 v' \ ---- 1 +38.5P
• I \ I ` I \ / \ \R = 38� + 0 i
Z E I TING \ .38.90
,
I Q `\ 1 �3MC APE I \ // II 1 '\ 39- 5� '+3 N
J II 38.90 \
+3 .38
CONSTRUCTION O O O O O O O /
EXISTING 3' / ENTRANCE to
�� 00 od000000
li O 9.40 39.21 AN8 P SNIPER v SF)O O�O O -'
CL
I o �39.50
O 39.50 3 -
39.60
EXISTING 3" 75 2' 40.0 w�
z Z I J 39.40 39.28 CRAPE MYRTLE 39.50co
ANDB4J SNIPER I I �+ 8.6 �-4
r � I PROPOSED BUILDING
1
Cn / EXISTING 1-STORY o I F.F.E -- 40.00
rr1
O D I / EXC RAPE 1 METAL & BtP.1C< t,�',I L'N c� 1 75'x50' 0 II �
f7MYRTLE o BUILDING F.i .E-0.00
= cr+ BUILDING HEIGHT = 14.0 FT +39.60 \ 3,750s.f- \
z j \ REMOVE EXISTING $ 1
OMITS RADING & \ LIGHTPOST
IEXISTING TELEPHONE CABLE 0 UCTION / \
co � I � 3OAK WARNiN T / \
O Q EX. TELEPHON 7 \ SS4-3
R
C oPEDASTA I o _ _--8-SS"'
0 39.50 ® 40. /--SS---
- CAN P�DASTAL �-
z I E�CISTING -SS--- CRAPE- S W _- +39:�D39- - -
mAP
M YR TLE - - `-40-
CRAPE-
� MYRTLE -- 'W � - 40001
-
AND JUNIPER -
I (243 SF) 39.50s
MONO 315.58
I 4EXISTING 39.50 $ 82742'25"W
3 CRAPE -
IMYRTLE
409
I �
LIMITS OF GRADING &
ICONSTRUCTION
I �
I TELEPHONE CABLE
WARNING POST
41,
CD
I Io'
I �
I
+
I
I � I +
8
------------ _------
- - - - - - _ � u---
=_ Ate-- -
�r I
INVERT 15" RCP = 34.39'
MR. & MRS. FRANK D. CARTER
MR. & MRS. BURROWS G. SMITH
BOCK 1796, PAGE 446
FINAL PLAT, SECT. 4, GROVE POINT
MAP BOOK 29, PAGE 78
ZONING: B-2
LAND USE: VACANT
W
2-6"OAK
CLUSTER
6' TALL
\ ,-'--BOARD
!-OAK
8"OAK
)3"OAK
DONNIE STANLEY
BOOK 1045, PAGE 502
ZONING: R-15
LAND USE: RESIDENTIAL
LIMITS OF GRADING
& CONSTRUCTION
RELOCATE WAFER
3"OAKAND SEWER SERVICES
IF REQUIRED
6"PINE
APPROVED
NORTH CAROUNA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
N � 1
I h is �f rc f 2(es
:{ ee� CA of
-tLQ- <111111 1111
1 111-11 C
+n ��� a SEAL
19742
NGINE�ms JAN 3 0 2007
Fiq F� �0
W
!tiH / A ,� 5( q 1l 1yC
! ' GRAPHIC SCALE
to 3 20 0 10 20 40
1 inch - 20 ft.
p TOP OF CURB = 37.56'
GUTTER = 37.33'
O
TC = 37.45'
GUT = 36.84 = -
m INV = 34.49'
_ r �S.7....r
-SS
�._----SS--
12" PINE + SS---
--------------------------------------------------------
-------S;1-37-[9"W-3Z9'71-------------- --- -
EX. MANHOLE -� �� 1B" RCP
TOP = 40,17'
INVERT = 27.79'
E.X. WATER GUT = 36.91
SS
No.1 Revision Date B
1 1 ADDED OUTLET PIPE DEVIL AND NOTE 1/30/07 I JSS
Designer NH
Sc� le 1 " - 20'
Drawn By
Date
12 21 O6
Checked By
i
Job NO
NH
03061071
AMERICAN AUTO & FINANCE
FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
UTILITY, GRADING, DRAINAGE,
& EROSION CONTROL
PREPARED FOR:
AMERICAN AUTO & FINANCE COMPANY, INC.
POST OFFICE BOX 205
WRIGHTSVILLE BEACH, NC 28480
WITHERS RAVEN EL
ENGINEERS 1 PLANNERS I SURVEYORS
-040 Wrightsville Ave. Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax: [phone] www.withersravenel.com
Sheet No.
C-5

N. C. GRID STATION "WARD
N = 131,592.75
E = 2,332,988.13
NAD 27
INV. 35,81'
NO1(5'
R
INV. 35.11'
RO AD
GoLDEN rL6WLINE
21
I&�_OF DITCH
s0\) VT
-
jN\LL5.96'
7
- �-- \ �-4
INV. 15" RCP 36.25'
_4s:
1'1� ,
15"RCP L I
-7-
8T4
APF
i, l YR I LF_
E
3 _'PIAPE TLE ago")
,J)"R TL
............... .. * . ........... ......
x + r I
1W 36.0 1 1 .7
�D 0. C5 j ILL
-
vi, F
-70.30'
I( ~ Iil I
81,14315 7
'x x,
UP '
AND JI.jkflF't x In 5, 5'
(261 SF')
0
38.72 L
p Q4 I T! F
DRAINAGE INLET 5
TOP 37,95' Cp
INV. 35,91'
.58.69
(88F) SR z 33 + tj 7
34
C
to
(Ti
TO POND 52,653 S.F.
(1.21 AC.)
MR. & PdRF). D. CARTER
I"Ap. & MRS. B�UFRQIff SMITH
BOOK 17,9), F)A(--,'F- 4 6
FINAL PLAT, �ECT, 4, C11RPACEOVE P0111T
29, 7,3
MAP 1E1'C)( - K
0I1111 LMD USE: VA(AHT
. 0
� I1
+
4 — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
0
AVERT 15" RCP = 34,39'-,-__,
It
U)
77
11"PlNE
A
L,` P I I I E
T
f`.� I )
12 0A K
-4
t ­4
y
m
DJIINIE ',_SA_A 11 L E
PA(-,'E 502
I I I P - 15
LAND USE: PES'1[)E1',JT1A1_
11,
1.
GRAPHIC SCALE
20 0 10 20 40
1 inch - 20 ft.
TOP OF CURB = 37,56'
CUTTER = 37,33'
TC = 37.45'
GUT = 36,84'
INV 34.49'
C)
- -- - - - - - - - - - - - - - - - - - - - - - -
OfES
SEAL It
19742
/NEE
0
TC = 37,51'
ri 17- - -z c n i
Designer MNH
Scale 1 20'
Drawn By
Date
JSS
11/6/06
Checked By
job No.
MNH
03061071
AMERICAN AUTO &FINANCE
FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROqNA]
A
65LEORVIkk
PREPARED FOR:
AMERICAN AUTO & FINANCE COMPANY, INC.
POST OFFICE BOX 205
WRIGHTSVILLE BEACH, NC 28480
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax: [phone] www.withersravenel.com
Sheet No.

TOP OF BANK
S•I
5'•1
TOP OF BANK
SWALE COMPUTATIONS
TYPE
AVERAGE
SLOPE
SIDE
SLOPE
DITCH
TYPE
SWALE
LINER
SWALE #1
0.74%
5:1
TRIANGULAR
GRASS
SWALE #2
0.74%
5:1
TRIANGULAR
GRASS
NOTE: SEE CALCULATIONS FOR MORE DETAILED SWALE INFORMATION.
SWALE CROSS SECTION DETAIL
N.T.S.
INCORRECT
BARRIER SHOULD BE INSTALLED AT THE DRIP
LINE OF TREE BRANCHES
NOTES:
CORRrCT
IN SPITE OF PRECAUTIONS, SOME DAMAGE TO PROTECTED TREES MAY OCCUR. IN SUCH CASES
REPAIR ANY DAMAGE TO THE CROWN, TRUCK OR ROOT SYSTEM IMMEDIATELY.
- FENCE SHALL BE PLACED L5 TIMES THE DIAMETER OF THE PLANT
- REPAIR ROOTS BY REMOVING THE DAMAGED AREAS WITH A CLEAN CUT.
- REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED AREAS.
- CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN
BRANCH.
EXAMPLE OF TREE PROTECTION FENCING
N.T.S.
PLAN VIEW
1
50' MIN.
6" DIVERSION TO DIRECT RUNOFF FROM R/
SECTION VIEW
TEMPORARY CONSTRUCTION ENTRANCE
N.T.S.
Designer MNH Scale NSA
Drawn By Date
JSS 11 6 06
Checked By Job No.
MNH 03061071
3:1 MAX
SIDESL❑PE
:1 SIDESL❑PE-\
/ 1-INCH STORAGE
\ NORMAL POOL ELEV
FORE BAY
.71
I�
1-INCH STORAGE
NORMAL POOL ELEV
1 SIDESLOPE
POND BOTTOM
ILI
_/�'�3:1 MAX
SIDESL❑PE
61 SIDESL❑PE
RED TOP GRASS SEED
ALONG LITT❑RAL SHELF
(ARG❑SITS ALBA)
SURFACE AREA
SURFACE AREA
FORE BAY
FORE BAY
POND #
NORMAL POOL
ELEVATION
POND DEPTH
(FT)
1" STORAGE
ELEVATION
REQUIRED
PROVIDED
VOLUME REQ.
VOLUME PROVIDED
(SF)
(SF)
(CF)
(CF)
POND 1
36.0
4.0
37.3
2,927
4,429
1,609
2,081
LINE WIRES MIN._
#12-1/2 GUAGE
POND CROSS -SECT ON
N.T.S.
-n n.
'B' RIP -RAP
EMERGENCY SPILLWAY
N.T.S.
POND
EMERGENCY SPILLWAY
LENGTH
TOP OF BANK
ELEVATION
(FT)
(FT)
1
38.20
10
38.70
VARIES (6' MAX.)
yr �ir,r{rvv wurv. Div vvriv� STAY WIRES MIN.
#12-1/2 GUAGE
\\ BOTTOM STRAND MIN. #10 GUAGE
\ \
Ix
STEEL OR WOOD POST
/
NOTES: GROUND LINE
1. WIRE SHALL BE A MINIMUM OF 32" IN
WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE WIRES W/12" STAY SPACING
2. FILTER FABRIC SHALL BE A MINIMUM OF
36" IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE
3. STEEL POST SHALL BE 5' 0" IN HEIGHT oa
AND BE OF SELF FASTENER ANGLE o_ 1
STEEL TYPE a o iv w
4. WOOD POSTS SHALL BE A MINIMUM OF 6' i;� c~n
IN HEIGHT AND 3" OR MORE IN DIAMETER 0
WIRE FABRIC SHALL BE FASTENED TO WOODEN 3:
POST WITH NOT LESS THAN #9 WIRE STAPLES
1-1 /2" LONG
SILT FENCE
N.T.S.
AMERICAN AUTO & FINANCE
FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
FILTER FABRIC
T -
FILL SLOPE
0
I z
� � N
ANCHOR FILTER FABRIC
SKIRT
STANDARD DETAILS
N -�I2,
FILTER FABRIC
12" THICK CLASS
'B' RIP -RAP
PRINCIPAL SPILLWAY
N.T.S.
POND
FOREBAY SPILLWAY
ELEVATION
1
37.3
NORMAL POOL ELEVATION
5.0' �-
EL. 36.0
0.5
N
24„ 24.,
T_
FILTER FABRIC
12" THICK CLASS
'B' RIP -RAP
Q ti
4 SEAL r q
919742
�f
7"� LNGINEO' O
i�,`� HARG;�,.`
p
PREPARED FOR:
AMERICAN AUTO & FINANCE COMPANY, INC.
POST OFFICE BOX 205
WRIGHTSVILLE BEACH, NC 28480
FOREBAY RIP -RAP
N.T.S.
\�i\�>\/
PAVEMENT DETAIL-
N. T. S.
GROUT WITH FLOWABLE
FILL CONCRETE
1 112" SF9.5A
6" ABC STONE
COMPACTED SUBGRAD
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 2a403 tel: 910-2W9277 fax: [phone] www.withersravenel.com
Sheet No.